文章摘要
项国圣,葛磊,谢胜华,周殷康,司海宝.钢渣和石灰改良膨胀土的工程特性研究[J].安徽建筑大学学报,2023,31(1):30-34
钢渣和石灰改良膨胀土的工程特性研究
Study on Engineering Characteristics of Expansive Soil Modified by Steel Slag and Crushed Limestone
  
DOI:
中文关键词: 改良膨胀土  钢渣  石灰  工程特性
英文关键词: modified expansive soil  steel slag  limestone  engineering properties
基金项目:国家自然科学基金项目(41702311);安徽省自然科学基金项目(1708085QE99、2108085QD168)
作者单位
项国圣 安徽工业大学 建筑工程学院安徽 马鞍山 243002同济大学 地下建筑与工程系上海 200030 
葛磊 安徽工业大学 建筑工程学院安徽 马鞍山 243002 
谢胜华 安徽工业大学 建筑工程学院安徽 马鞍山 243002 
周殷康 安徽工业大学 建筑工程学院安徽 马鞍山 243002 
司海宝 安徽工业大学 建筑工程学院安徽 马鞍山 243002 
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中文摘要:
      在天然膨胀土中添加钢渣和石灰以改良工程性质。对改良后膨胀土进行界限含水率、压实性、膨胀性以及承载比试验,研究钢渣和石灰作为添加剂对膨胀土工程特性的影响。结果表明,随着钢渣 / 石灰掺量的增加,液限、塑限等界限含水率降低,最优含水率下降而最大干密度增加;掺钢渣和石灰后,改良土的膨胀性能显著降低,承载比明显增加。相同条件下,钢渣对膨胀土工程特性的改良作用优于石灰,而两者结合使用时效果更佳。这是由于钢渣除了与膨胀土发生离子交换,产生絮凝作用外,还可生产 C-S-H 等胶凝物质,加入石灰可以激发钢渣胶凝物质的反应。
英文摘要:
      The consistency limit,compaction,swelling property and bearing ratio tests were conducted on the modified expansive soilto study the influence of steel slag and lime as additives on the engineering properties of the modified expansive soil. Results showed thatwith the increase of steel slag and lime,the consistency limit such as liquid limit and plastic limit decreased,and the optimum moisturecontent decreased,while the maximum dry density increased. The swelling property of the modified soil decreased significantly and thebearing ratio increased markedly when steel slag and lime were added. The improvement of steel slag on the engineering properties ofexpansive soil is better than that of lime under the same conditions,and the effect is even better when the two are used in combination,for the steel slag not only exchanges ions with the expansive soil to produce flocculation,but also produces gels such as C-S-H,whichwere provocated with lime.
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